Portfolio 2016

[Master of Architecture - Student Portfolio]
Architectural Portfolio 2016
Selected Works

Construction DocumentsConstructionDocumentsandPermitting
UP
UP
DN
DN
UP
W/D
W/D
W/D
W/D
B
B
2 2
1 1
8 8
A
A
J
J
H
HI
I
77
1
A-303
1
A-303
2
A-307
2
A-307
1
A-309
1
A-309
2
A-309
2
A-309
1
A-307
1
A-307
1
A-308
1
A-308
1
A-305
1
A-305
G
G
1
A-302
1
A-302
KITCHEN
DINNING
BATH
INSTALLEDWARDROBE
DEN
LIVING ROOM
BATH
BEDROOM
BATH
KITCHEN KITCHEN
KITCHEN
BATH
BATH
BEDROOM BEDROOM
CLOSETCLOSET
CLOSET
LIVING ROOM LIVING ROOM
LIVING ROOM
B/R
B/R
G/P
G/G
S/G
S/G
B/R
B/R
S/G
G/G
G/G
G/G
C/X
B/R
B/R
S/G
G/G
G/G
G/P
S/G
G/P
G/G
G/G
G/G
G/G
G/G
S/G
G/G
G/G
G/G
G/G
BS/G
G/G
4 4
C
C
F
F
D
D
E
E
3 3
5 5
6 6
C/P
C/P
C/P
C/P
C/P
C/P
C/P
C/P
FFE= 309' - 6 1/2"
FFE= 309' - 6 1/2"
FFE= 309' - 6 1/2"
FFE= 309' - 6 1/2"
FFE= 309' - 6 1/2"
FFE= 309' - 6 1/2" FFE= 309' - 6 1/2"
FFE= 309' - 6 1/2"
C/G
FFE= 313' - 5 1/2"
FFE= 311' - 10"
1
A-301
1
A-301
OPEN TO BELOW
EXISTING
R-3 DUPLEX TO REMAIN
11"
101/2"
1
A-306
1
A-306
1
A-304
1
A-304
UNIT 102
797 SF
UNIT 103
(AFFORDABLE)
655 SF
UNIT 104
655 SF
UNIT 105
857 SF
24" CLEAR
TYP
24" CLEAR
TYP
6'-0"2'-7"15'-11"15'-5"4'-0"3'-4"2'-9"
12' - 2"
BS/G
PATIO
423 SF
PATIO
100 SFPATIO 100 SF
PATIO
146 SF
BIO-FILTRATION
BASIN
(NOT HABITABLE)
555 SF
5' - 0" 4' - 11 1/2"
BMP #3
BMP #1
7'-6"3'-31/2"
LINE
TO BMP
#5
LINE
TO BMP #1A
LINE
TO BMP #1A
LINE
FROM ROOF
DECK
LINE
TO BMP #1A
(BELOW)
2
A-308
2
A-308
TO
DISCHARGE
LINE
FROM BMP #
1B
B/R
BS/G
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
SEE WATER METER @
LEVEL 2.5 (A-104)
LINE FROM
(N)2" WATER
METER ABOVE
G/G
CLOSET
BEDROOM
FFE= 309' - 6 1/2"
TEL. POLE
OPEN TO BELOW
SHORING
SETBACK
SHORING
SETBACK
A-401
5
A-401
5
C/X
S/S
B/R
S/X
G/X
S/G
BS/G
B/R
G/G
S/G
S/G
S/S
S/S
S/G
S/G
G/G
G/G
G/G
B/S/G
B/R
B/R
B/R
S/G
S/G
M/G
3'-5"4'-1"7'-31/2"
7"
3'-81/2"
2'-11/2"
3'-10"6'-8"
1'-71/2"
2'-8"3'-61/2"
4'-21/2"
6'-71/2"
1'-3"
3'-10"3'-51/2"
5'-7"
3'-11"7'-11"
4'-5"8'-2"
7' - 1"
4' - 6" 3' - 5 1/2"
3' - 10" 3' - 4 1/2"
5' - 4" 5' - 0"
3' - 10 1/2"
4' - 0 1/2"
7' - 5"
13' - 9 1/2"
2' - 1" 13' - 7 1/2" 7' - 6"2' - 4"
24" CLEAR
TYP
G/G
1' - 9 1/2"
12' - 7 1/2"
51/2"
1"3'-81/2"
G/G
ø 5' - 0"
9'-101/2"
ø 5' - 0"
ø 5' - 0"
ø 5' - 0"
ø 5' - 0"
ø 5' - 0"
11'-1"
ø 5' - 0"
4' - 0"
MAINTENANCE
ACCESS
14 (N) SUBMETERS OFF OF (N)
2" WM TO SERVE 11 (N) UNITS
+ 1 (N) HOUSE AND IRRIGATION
+ 2 (E) UNITS
CLEAR
3'-6"
CLEAR
3'-6"
CLEAR
3'-0"
CLEAR
3'-6"
28 27
27
28
PRIVACY WALLS ARE 8'
ABOVE FINISHED DECK
IMAGINARY BLDG.
SEPARATION LINE
PROJECTION LINE
6' - 0" 6' - 0" 6' - 0"
BASEMENT
(NOT HABITABLE) COVERED
PATIO
FFE= 313' - 5 1/2"
FFE= 311' - 10"
FFE= 313' - 7 1/2"
REPOSITIONABLE
KITCHEN SINK BASE
REPOSITIONABLE
KITCHEN SINK BASE
REPOSITIONABLE
KITCHEN SINK BASE
REPOSITIONABLE
KITCHEN SINK BASE
B/R
40" AFF
112
110
104105
122 120
123 121 115 116
114
119
124
106
130
118
113
101
117
111
109
103
102
125
127
128
129
108
150
126
3-A
5-X
5-Z
6
6
32
32
32
96" AFF
140' - 0"
1' - 10" 24' - 7" 6' - 0" 12' - 7 1/2" 27' - 11" 18' - 9 1/2" 18' - 7 1/2" 28' - 8 1/2"
1' - 0"
50'-0"
3534 36
20
20
20
2020
32
20
20
20
20
G/G
B/R
S/G
G/P
C/X
S/G
M/G
STAIR #4
SEE A-502
STAIR #5
SEE A-502
STAIR #2
SEE A-502
STAIR #3
SEE A-502
6' - 4" 3' - 2 1/2"
S/X
C/PB/R
6"
6"
96" AFF
*SLOPE PODIUM TO FLOOR DRAINS 1/8":1'-0"
1/8":1'-0"
107
C/P
C/P
31' - 3 1/2"
SEPARATION DISTANCE = 1/3 DIAGONAL, 1015.2.1 EXCEPTION 2, DISMISS 33' + CHARGE
40" AFF
41 41
1818
18
18 18
FOR UNIT #102
FOR UNIT #101
C/X
CAST CONCRETE (4hr F.R.)
B/R
8"x8"x16" CMU BLOCK / RUNNING/ GRAY (4hr F.R.)
B/4
M/G
CORRUGATED METAL EXTERIOR / GYPSUM INTERIOR
G/X
GYPSUM FURRING WALL
V/V
CMU VENEER / CMU VENEER
G/G
GYPSUM / GYPSUM
G/P
GYPSUM / GYPSUM PARTY WALL (1hr F.R.)
S/S
STUCCO / STUCCO
S/M
STUCCO / CORRUGATED METAL
BS/BS
BLACK STUCCO / BLACK STUCCO
BS/G
BLACK STUCCO / GYPSUM (2hr F.R.)
S/G
STUCCO / GYPSUM (2hr F.R.)
WALL TYPES LEGEND
S/X
STUCCO FURRING WALL
*SEE SHEET A-010 FOR WALL TYPE CONSTRUCTION
*ALL INTERIOR BEARING WALLS TO BE 1 HOUR MIN.
GA FILE NO. WP 8420
CBC TABLE 721.1(2) 4-1.1
CBC TABLE 721.1(2) 4-1.1
CBC TABLE 721.1(2) 3-1.4
-
-
-
GA FILE NO. WP 3820
-
-
GA FILE NO. WP 8420
-
-
-
STC = 58
F2
UNIT SEPARATION AT FLOOR / CEILING (1hr F.R.)
F3
PATIO DECK FLOOR / CEILING (1hr F.R.)
F4
HEAVY TIMBER PRESSURE TREATED DECK
RD
ROOF (1hr F.R.)
C/G
CONCRETE SLAB ON GRADE (4hr F.R.)
C/P
CONCRETE PODIUM IN GARAGE (4hr F.R.)
F1
MAIN LEVEL PODIUM w/ 3" CONCRETE TOPPING (2hr F.R.)
FLOOR TYPES LEGEND
FLOOR PLAN NOTES
N
U.N.O - FRAME WALLS:
EXTERIOR = 2X6
INTERIOR = 2X4
PLUMBING = 2X6
ALL DIMENSIONS TO FACE OF STUD
ALL CMU @ PROPERTY LINE TO BE SET
BACK 1" MIN.
ALL CMU @ PROPERTY LINE TO BE SET
BACK 1"
Drawn by
Reviewed by
1
C
B
A
Project number
STRUCTURAL ENG
MEP:
GENERAL CONTR
OWNER:
4017 GEORGIA, LL
16460 Road to Ba
San Diego, CA 921
Phone: 858.205.95
2 3 4
1 2 3 4
TBD
Designed By:
InDev+Design, In
2605 State St.
San Diego, CA 92
Phone: 618.580.0
LIC# C18932
PROJECT ADDRE
4017 Georgia Stre
San Diego, CA 921
REVISIONS
Submittal Date
Plan Date
LANDSCAPE ARC
ENVISION ENGINE
1125 W. MORENA
SUITE B
SAN DIEGO, CA 92
PHONE: 619.275.6
ARON NUSSBAUM
1133 S. MASSELIN
LOS ANGELES, CA
323.790.4782
DSE ENGINEERIN
301 ENTERPRISE
SUITE 3
ESCONDIDO, CA 9
PHONE: 760.741.7
FINANCIALLY RES
PARTY:
4017 GEORGIA, LL
16460 Road to Ba
San Diego, CA 921
Phone: 858.205.95
10/22/1
A-10
GROUND FLO
LEVEL1
PROJECT NAM
GEORGIA ON M
KEYNOTES
NUMBER KEYNOTE
6 PATIO PARTITION - WOOD, 10/A-402
18 CONDENSER OUTDOOR UNIT (100lb)
20 FLOOR DRAIN, SEE DETAIL 5/A-404
27 CONCRETE STAIR
28 WOOD STAIR
32 OVERFLOW SCUPPER, 6/A-404
34 705.2 FSD IS GREATER THAN 5' PER TABLE 705.2
35 705.2.3 EXCEPTION TYPE VB CONSTRUCTION IS ALLOWED FOR COMBUSTIBLE PROJECTIONS IN GROUP R-3
WHERE FSD IS 5' OR GREATER
36 705.3 FSD FROM EXTERIOR WALL OF EXISTING BUILDING TO IMAGINARY LINE IS 12'. UNLIMITED OPENINGS
ON EXISTING BUILDING ARE ALLOWED
41 GUARD RAIL - STEEL CABLE, SEE DETAIL 7/A-402
1. SMOKE DETECTORS AND CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED AND SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS AND SHALL BE I.C.B.O. APPROVED.
ALL ALARMS TO BE INTERCONNECTED AND BE PROVIDED WITH BATERY BACK-UP. ALL ALARMS TO BE IN FULL COMPLIANCE WITH SECTIONS 420.5 AND 420.6. SEE ELETRICAL
PLANS FOR LOCATIONS OF DETECTORS AND ALARMS.
2. ENTRANCE DOORS SHALL BE TIGHT FITTING TO THE FRAME AND SILL.
3 FIRE AND/OR SMOKE DAMPER ASSEMBLIES, INCLUDING SLEVES, AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INTALLATION.
4 ACCESS TO FIRE AND SMOKKE DAMPERS, LARGE ENOUGH TO PERMIT INSPECTION AND MAINTENANCE OF THE DAMPER AND ITS OPERATING PARTS, SHALL BE PROVIDED. THE
ACCESS SHALL NOT AFFECT THE INTEGRITY, NOR REDUCE THE FIRE-RESITANCE RATING OF THE FIRE-RESISTANCE-RATED ASSEBLIES. ACCESS POINTS SHALL BE PERMANENTLY
IDENTIFIED ON THE EXTERIOR BY A LABEL HAVING LETTERSW NOT LESS THAN 0.5" IN HEIGHT READING: FIRE/SMOKE DAMPER, SMOKE DAMPER OR FIRE DAMPER. ACCESS DOORS
IN DUCTS SHALL BE TIGHT FITTING AND SUITABLE FOR THE REQUIRED DUCT CONSTRUCTION. [SEC. 717.4]
5 WALLS AT STAIRS AND WALKWAYS TO A MIN. OF 10' ABOVE THE HEIGHT OF THE FINISHED WALKING SURFACE
6 SLOPE AWAY FROM INTERIOR SURFACE AT EACH ENTRY DOOR
7 UNITS 101-105 TO BE ACCESSIBLE AND ADAPTABLE
8 UNIT 101 TO BE ON ACCESSIBLE PATH
3/16" = 1'-0"
1
GROUND FLOOR 2/ LEVEL 1
STAIR #5
SEE A-503
Delta
THIS BUILDING MEETS THE ACCESSIBILITY REQUIREMENTS OF THE 2013 CALIFORNIA BUILDING CODE PER SECTON 1102A.3.1. IT IS EXEMPT HOWEVER FROM SECTOION 1104A.1 DUE TO THE SITE
IMPRACTICALITY TEST NO. 2 AS DESCRIBED IN SECTION 1150A. SEE SITE SLOPE ANALYSIS ON SHEET A-012B.
ACCESSIBLE UNIT CALCULATION: (PER SECTION 1102A.3.1) 11 DWELLING UNITS X 10% = 11 UNITS. (ROUNDED TO 2 UNITS)
GROUND FLOOR UNIT(S) ACCESSIBILITY CALCULATION SITE IMPARCTICALITY TEST NO. 2
% OF SITE WITH GRADE LESS THAN 10%=26%
4 GROUND FLOOR UNITS X 26% = 1.04 (ROUNDS TO 2 UNITS REQUIRED)
4 UNITS PROVIDED AT GROUND FLOOR 2. (SHEET A-103)
1 UNIT PROVIDED AT GROUDN FLOOR 1. (SHEET A-101)
TEST #2 INFORMATION

GROUND FLOOR/
BASEMENT LEVEL 1
290' - 11"
GROUND FLOOR/
BASEMENT LEVEL 1
290' - 11"
BASEMENT LEVEL 2
298' - 11"
BASEMENT LEVEL 2
298' - 11"
GROUND FLOOR 2/
LEVEL 1
309' - 7"
GROUND FLOOR 2/
LEVEL 1
309' - 7"
LEVEL 3
334' - 3"
LEVEL 3
334' - 3"
ROOF LEVEL 1
345' - 7"
ROOF LEVEL 1
345' - 7"
ROOF LEVEL 2
354' - 2"
ROOF LEVEL 2
354' - 2"
LEVEL 2
321' - 11"
LEVEL 2
321' - 11"
21 87
1
A-303
1
A-303
1
A-305
1
A-305
1
A-302
1
A-302
5
43 5 6
1
A-301
1
A-301
1
A-306
1
A-306
1
A-304
1
A-304
1
1
6
OPEN
OPEN
OPEN
GARAGE
ROOF
UNIT 208
UNIT 311
UNIT 105
OPEN
A-322
5
A-322
6
P
L
A-323
1
NOTE:
1" OFFSET FROM PROPERTY LINE
NO SIDE YARD SETBACK REQUIRED PER
AFFORDABLE INCENTIVE
6' - 0" 2' - 7" 15' - 11" 15' - 5" 4' - 0" 3' - 4" 2' - 9"
GARAGE
8
1
8
7'-4"
13
13
1
28
28
28
50' - 0"
S/S
R1
S/S
BS/G
F2
BS/G
BS/BS
F3F2
F3
B/R
F3 F2
S/G
F3
S/G S/G
B/R
C/P
C/X
B/R B/R
C/X B/R
C/G
C/G
B/R
S/S
125127
129
201
208210
301
309 311
3-A
4-D
STAIR 4
A-502
45
45
GRADE PLANE
302' - 8"
GRADE PLANE
302' - 8"
GROUND FLOOR/
BASEMENT LEVEL 1
290' - 11"
GROUND FLOOR/
BASEMENT LEVEL 1
290' - 11"
BASEMENT LEVEL 2
298' - 11"
BASEMENT LEVEL 2
298' - 11"
GROUND FLOOR 2/
LEVEL 1
309' - 7"
GROUND FLOOR 2/
LEVEL 1
309' - 7"
LEVEL 3
334' - 3"
LEVEL 3
334' - 3"
ROOF LEVEL 1
345' - 7"
ROOF LEVEL 1
345' - 7"
ROOF LEVEL 2
354' - 2"
ROOF LEVEL 2
354' - 2"
LEVEL 2
321' - 11"
LEVEL 2
321' - 11"
21 87
1
A-303
1
A-303
1
A-305
1
A-305
1
A-302
1
A-302
5
43 5 6
1
A-301
1
A-301
1
A-306
1
A-306
1
A-304
1
A-304
13
1
5
OPEN
OPEN
BMP #1
BIO-FILTRATION BASIN
(SEE CIVIL)
6' - 0" 2' - 7" 15' - 11" 15' - 5" 4' - 0" 3' - 4"
A-401
5
(N) SUBMETERS
MAINTENANCE
ACCESS
513
1
STAIR 6
A-503
28
28
28
13
6-B
5-F
4-F
6-C
4-E
50' - 0"
STAIR 3
A-502
STAIR 4
A-502
VENT OPEN #5
TO GARAGE
=40 SF
GRADE PLANE
302' - 8"
GRADE PLANE
302' - 8"
C/X
CAST CONCRETE (4hr F.R.)
B/R
B/4
M/G
CORRUGATED METAL EXTERIOR / GYPSUM INTERIOR
G/X
GYPSUM FURRING WALL
V/V
CMU VENEER / CMU VENEER
G/G
GYPSUM / GYPSUM
G/P
GYPSUM / GYPSUM PARTY WALL (1hr F.R.)
S/S
STUCCO / STUCCO
S/M
STUCCO / CORRUGATED METAL
BS/BS
BLACK STUCCO / BLACK STUCCO
BS/G
BLACK STUCCO / GYPSUM (2hr F.R.)
S/G
STUCCO / GYPSUM (2hr F.R.)
WALL TYPES LEGEND
S/X
STUCCO FURRING WALL
*ALL INTERIOR BEARING WALLS TO BE 1 HOUR MIN.
GA FILE NO. WP 8420
CBC TABLE 721.1(2) 4-1.1
CBC TABLE 721.1(2) 4-1.1
CBC TABLE 721.1(2) 3-1.4
-
-
-
GA FILE NO. WP 3820
-
-
GA FILE NO. WP 8420
-
-
-
STC = 58
F2
UNIT SEPARATION AT FLOOR / CEILING (1hr F.R.)
F3
PATIO DECK FLOOR / CEILING (1hr F.R.)
F4
HEAVY TIMBER PRESSURE TREATED DECK
RD
ROOF (1hr F.R.)
C/G
CONCRETE SLAB ON GRADE (4hr F.R.)
C/P
CONCRETE PODIUM IN GARAGE (4hr F.R.)
F1
MAIN LEVEL PODIUM w/ 3" CONCRETE TOPPING (2hr F.R.)
FLOOR TYPES LEGEND
SECTION NOTES
Drawn
Revie
1
C
B
A
Projec
STRU
MEP:
GENE
OWNE
4017
16460
San D
Phone
2 3 4
1 2 3 4
TBD
Des
InDe
2605
San
Pho
LIC#
PROJ
4017
San D
REVIS
Subm
Plan D
LAND
ENVIS
1125 W
SUITE
SAN D
PHON
ARON
1133
LOS A
323.7
DSE E
301 E
SUITE
ESCO
PHON
FINAN
PART
4017
16460
San D
Phone
A
BUIL
7 & 8
PRO
GEO
KEYNOTES
NUMBER KEYNOTE
1 STUCCO, SMOOTH SAND FINISH (WHITE)
5 CMU 8" RUNNING
6 PATIO PARTITION - WOOD, 10/A-402
8 CAST IN PLACE CONCRETE
13 STUCCO, SMOOTH SAND FINISH (BLACK)
28 WOOD STAIR
45 SOFFIT, SEE DETAIL 11/A-402
3/16" = 1'-0"
2
SECTION 8
3/16" = 1'-0"
1
SECTION 7
Del
PROPERTYLINE
PROPERTYLINE
PROPERTYLINE
PROPERTYLINE
1. SEE SHEET A-008 FOR FLOOR TYPE ASSMBLIES/RATING/ AND STC.
2. ALL THE SUPPORTING ELEMENTS OF THE FLOOR-CEILING ASSEMBLIES SHALL HAVE SAME FIRE PROTECTION RATING.
3 SEE SHEET A-404 DETAIL #8 FOR ALL 3 HOUR PENERATIONS
Construction DocumentsConstructionDocumentsandPermitting

Construction DocumentsThreeDimensionalDetailModeling
JobsiteSupervision
ConstructionDetails
SpecialtyDetailWallSections
Basement Level 2
298' - 11"
Level 1
309' - 7"
Level 2
321' - 11"
Level 1.5 -
COURTYARD
315' - 2"
4
9'-51/16"11'-01/8"
1 1/2" LIGHT WEIGHT
CONCRETE SLAB
3/4" T&G PLY WD OR
SHEATHING PER STRUCTURAL
11 7/8" BCI
1/2" RC CHANNEL
5/8" TYP. 'X' GYPSUM WALL
BOARD
BOARD
STUDS PER STRUCTURE
1/2" RC CHANNEL
BOARD
BOARD
STUDS PER STRUCTURE
BOARD
STUDS PER STRUCTURE
BOARD
BOARD
CAST IN PLACE CONCRETE
8" CONCRETE MASONRY UNIT
RUNNING
CONCRETE SLAB
R-13 INSULATION
R-13 INSULATION
R-30 INSULATION
AIR GAP
Level 1
309' - 7"
Level 2.5 - STREET
LEVEL
329' - 0"
Level 3
334' - 3"
Level 2
321' - 11"
Level 1.5 -
COURTYARD
315' - 2"
6
4-6
1'-21/8"9'-111/2"7'-75/8"3'-6"3'-6"
A-603
3
A-403
4
A-402
7
A-402
8
A-402
7
BOARD
9 1/2" BCI
1/2" RC CHANNEL
5/8" GYPSUM WALL BOARD
BOARD
3/4" T&G PLY WD OR
1/2" WEST COAT
STUDS PER STRUCTURE
7/8" WHITE SANTA BARBARA
STUCCO
5/8" PLY. WD. SHEATHING
STUCCO
6" EXTERIOR WOOD SIDING
BOARD
1/2" RC CHANNEL
9 1/2" BCI
3/4" T&G PLY WD OR
1/2" WEST COAT
STUDS PER STRUCTURE
1X FURRING STRIP, 12" O.C.
R-19 INSULATIONR-30 INSULATION
Level 2.5 - STREET
LEVEL
329' - 0"
Level 3
334' - 3"
Level 2
321' - 11"
A-403
4
11'-07/8"
8-4
A-603
2
1/2" WEST COAT
3/4" T&G PLY WD OR
9 1/2" BCI
1/2" RC CHANNEL
BOARD
BOARD
1X FURRING STRIP, 12" O.C.
STUCCO
STUDS PER STRUCTURE
1 1/2" LIGHT WEIGHT
CONCRETE SLAB
3/4" T&G PLY WD OR
11 7/8" BCI
1/2" RC CHANNEL
BOARD
BOARD
BOARD
1/2" RC CHANNEL
9 1/2" BCI
3/4" T&G PLY WD OR
1/2" WEST COAT
R-30 INSULATIONR-30 INSULATION
R-30 INSULATION
R-19 INSULATION
Level 3
334' - 3"
Roof Level 1
345' - 7"
A-403
5
3'-6"
A-402
7
A-001
1
1X6 WOOD PLANKS
2X WOOD STUD SLEEPER
ASSEMBLY
2X WOOD STUD CRICKET
ASSEMBLY
3/4" T&G PLY WD OR
11 7/8" BCI
1/2" RC CHANNEL
BOARD
BOARD
BOARD
STUDS PER STRUCTURE
7/8" DEEP HAT CHANNEL
ANODIZED ALUMINUM, BLACK
1/2" WEST COAT
3/4" T&G PLY WD OR
9 1/2" BCI
1/2" RC CHANNEL
BOARD
3/4" T&G PLY WD OR
1 1/2" LIGHT WEIGHT
CONCRETE SLAB
R-30 INSULATION
R-19 INSULATION
R-30 INSULATION
11 7/8" BCI
10'-01/8"
Level 1
309' - 7"
Level 2
321' - 11"
Level 1.5 -
COURTYARD
315' - 2"
A-403
5
A-403
4
11'-01/8"
STUDS PER STRUCTURE
BOARD
11 7/8" BCI
1/2" RC CHANNEL
BOARD
BOARD
9 1/2" BCI
STUCCO
3/4" T&G PLY WD OR
1/2" WEST COAT
3/4" T&G PLY WD OR
1 1/2" LIGHT WEIGHT
CONCRETE SLAB
R-19 INSULATION
Level 3
334' - 3"
A-403
4
A-403
1
1'-15/8"
BOARD
1/2" RC CHANNEL
BOARD
3/4" T&G PLY WD OR
1/2" WEST COAT
3/4" T&G PLY WD OR
1 1/2" LIGHT WEIGHT
CONCRETE SLAB
11 7/8" BCI
R-30 INSULATION
R-19 INSULATION
Roof Level 1
345' - 7"
Roof Level 2
356' - 2"
3
A-402
7
A-402
8
A-403
1
1'-5"5'-013/16"4'-1"1'-0"
A-404
7
A-403
6
A-403
6
1/2" RC CHANNEL
BOARD
BOARD
11 7/8" BCI
3/4" T&G PLY WD OR
2X WOOD STUD CRICKET
ASSEMBLY
2X WOOD STUD SLEEPER
ASSEMBLY
1X6 WOOD PLANKS
STUCCO
STUDS PER STRUCTURE
7/8" DEEP HAT CHANNEL
1/16" STEEL PLATE
9 1/2" BCI
3/4" T&G PLY WD OR
TORCH DOWN ROOF
STUCCO
5/8" DENSHIELD
7/8" STUCCO
R-30 INSULATION
1 2 3 4
1/2" = 1'-0"5
Section 8 - Callout 5
1/2" = 1'-0"4
1/2" = 1'-0"3
1/2" = 1'-0"2
1/2" = 1'-0"1
OFFICE SUITE #1 PATIO
FLOOR SYSTEM PER PLAN
GARAGE
RAIN GUTTER PER PLAN
3" X 3" X 1/4"
STEEL PLATE
BOLDTED TO FLOORSLAB PER PLAN
1 1/2" X 1 1/2"
STEEL TUBE POST
@ 48" O.C. WELDED
TO 3" X 3" STEEL PLATE
1X6 WOOD PLANKING
COURTYARD
3" X 3" X 1/4"
STEEL PLATE
BOLTED TO JOIST
3/4" PLY. WD.
WESTCOAT
3" MAX. SPACING
3"1"
BETWEEN SLABS
2" GAP
4'-0"3'-10"
8'-10"V.I.F.
VENTILATION OPENING
PERFORATED PANEL
STEEL CHANNEL
ATTACH PER STRUCTURAL
4X14 WOOD STRINGER
1 1/2" X 1 1/2" STEEL TUBE
3X3 STEEL PLATE
4'-0"
1
A-405
BALCONY3/4" PLY. WD.
STUCCO
2X4 STUD
3/4" PLY. WD.
3/4" PLY. WD.WESTCOAT
2X12 JOIST
2X4 BLK.
2X6 NAILER
1/2" 'F' REVEAL
3/4" T&G
WOOD PANEL
DENSHEILD
STUCCO
BALCONY3/4" PLY. WD.
STUCCO
2X4 STUD
3/4" PLY. WD.
COMP. SHINGLES
SHINGLES TO HANG
LOWERTHAN STUCCO
3/4" PLY. WD.WESTCOAT
2X12 JOIST
2X4 BLK.
STUCCO
2X6 NAILER
1/2" 'F' REVEAL 3/4" T&G
WOOD PANEL
DENSHEILD
BALCONY
3/4" PLWESTCOAT
2X12 JOIST
2X4 BLK.
2X6 NAILER
1/2" 'F' REVEAL
3/4" T&G
WOOD PANEL
DENSH
STUCCO
1/2" TEMP.
GLASS PANEL
GASKET
F.F.
SETTING BLOCK
CRL "B5S" BASE SHOE.
ATTACH PER STRUCTURAL
4"
METAL EDGE FLASHING
W/ DRIP EXTENDS 4"
UNDER
WATERPROOFING
1 2 3 4
5
WOOD GUARDRAIL @ AIR INTAKE
3/4" = 1'-0"3
GLASS GUARDRAIL PLAN DETAIL
8
BALCONY EDGE W/ STUCCO
1" = 1'-0"6
BALCONY EDGE W/ SHINGLES
2
BALCONY EDGE W/ GLASS GUARDRAIL
SECTION VIEW
ELEVATION VIEW (F
GENERAL FLASHING INSTALLAT
A. ATTACH FLASHING ALONG TH
ROUGH OPENING WITH THE BOT
ALLOW "TYVEK" TO BE SLIPPED
B. ATTACH JAMB FLASHING ALO
OPENING ALIGNING FLUSH TO E
OPENING.
C. BEFORE INSTALLING WINDOW
CONTINUOUS BEAD OF SEALANT
OF FRAME FLANGE NEAR THE O
CREATE A CONTINUOUS SEAL B
WINDOW AND THE FLASHING.
D. INSTALL THE WINDOW PER M
INSTRUCTIONS. APPLY A CONTI
SEALANT AT THE TOP OF THE FR
EXTERIOR FACE.
E. APPLY HEAD FLASHING ENSU
CONTACT TO THE HEAD SEALAN
THROUGH THE FRAME FLANGE
TO ALLOW POTENTIAL HEADER
FREE MOVEMENT FOR THE FRAM
EXTEND FLASHING 2"
MIN. BEYOND FLASHING
TYP.
GLAZING OR SLIDING
DOOR OPENING
DOOR OR WINDOW FRAME
W.R. MEADOWS "AIRSHIELD
(40 MIL)" 9" WIDE FLASHING
DASHED LINES INDICATE
FRAME FLANGE.
DASHED LINES INDICATE
FLASHING BENEATH "TYVEK"
BUILDING WRAP
NAILING
"TYVEK" BUILDING
WRAP
JIFFY SEAL
(WRAP 3
SIDES 6")
TYVEK
CAULK
FLASHING
TAPE
(CONTINUOUS)
CAULKHEAD
MIN.BOTHSIDES
6"
JIFFY SEAL
(WRAP 3
SIDES 6")
MIN.BOTHSIDES
6"
"TYVEK"
BUILDING
WRAP
(WRAP
ONTO SILL)
CAULK
PAN
FLASHING
(WHERE
OCCURS)
SILL (AT SLIDING
GLASS DOORS AND
WINDOSWS
WITHOUT NAILING
FINS)
"J"
MOLDING
JIFFY SEAL
(WRAP 3
SIDES 6")
"TYVEK"
BUILDING
WRAP
SILL
MIN.BOTHSIDES
6"
31/2"
1/4"
1" 1/4"
HEAD FLASHING
SILL FLASHING
(SILL PAN
FLASHING)
5 1/2"
1/4"
1/4"3/4"
3/4"
"J" MOLDING
3"
3/4"51/4"
SHEAR PANEL
WHERE OCCURS
CONT. BUILDING PAPER PER
SPECIFICATIONS OVER TOP
FLANGE OF SCREED
FRY WEEP SCREED
FWS-875 OR EQUAL
7/8" EXTERIOR STUCCO
FRY PLASTER SCREED
W/BUILDING PAPER PCS 75-25 OR
EQUIV.
CONT. BUILDING PAPER PER
SPECIFICATIONS OVER TOP
FLANGE OF SCREED
FRY PLASTER SCREED
JPM-875 OR EQUIVALENT
1"
1"
0"
1"MIN.
8" MIN.
NOTE:
THIS DETAIL ILLUSTRATES T
WINDOW FLASHING CONDIT
ACTUAL FIELD CONDITIONS
VARY, MODIFICATIONS MAY
NECESSARY TO ACCOMODA
THOSE CONDITIONS.
JAMB STRIP FLASHING:
BARRIER COATED
REINFORCED FLASHING
MATERIAL (BCRFM)
SISALKRAFT OR
EQUIVALENT
SILL STRIP
FLASHING:
TOP NAIL ONLY
HEAD FLASHING
OVER WINDOW
FLANGE (BCRFM)
BCRFM
WINDOW SYSTEM
W/FLANGE OVER JAMB
& SILL FLASHING
PROVIDE CONTINUOUS
BUTYL SEALANT
BETWEEN JAMB & SILL
WINDOW FLANGE &
FLASHING STRIPS
BCR
BCR
BUIL
WIND
BUIL
PER
BUIL
UND
FLAS
(BCR
METAL LATH
EXTERIOR SHEATING CHANNEL SCREED
BUILDING PAPER
(2" SHIPLAP)
OFFSET METAL LATH
EDGES 6" MIN. FROM
PLYWOOD SEAMS
FLASHING PAPER TO
COVER SEAMS IN
PLYWOOD 2" MAX.
EXTERIOR GRADE
PLYWOOD (3/4")
MIN WITH (1/8")
GAP BETWEEN SHEETS
FRAMING
SEE STRUCTURAL
DECK TO WALL
FLASHING
2.5 LBS/SQ.YD. GALVANIZED
(DIPPED) EXPANDED METAL
LATH 96" X 27" OVERLAPPED
(3/4") AT EDGES
OVERLAP LATH ON THE
FLASHING TO THE EDGE OF
THE DECK SURFACE
DRAIN
FASTENING LATH
THRESHOLD
FLASHING
POST FLASHING
A-404
5
A-403
10
A-403
4
A-403
5
A-403
3
1X6 NOTCHED* WOOD TRIM
AROUND PERIMETER OF BASE
TO MATCH SIDING (SEE
FINISHES) SEALANT
JIFFY SEAL BE
FLASHING AND
WP DECKING S
POST CONNEC
PER STRUCTUR
FLOOR JOIST OR
BLK'G -CONNECTION
POST PER STRUCT.
SIDING PER PLAN
SEALANT NOTC
@ 3" ABOVE DE
AROUND PERIM
PER STRUCTUR
26 GA. BONDERIZED 2-PIECE
SHEET METAL SADDLE MIN. 4"
LAP FULLY BEDDED IN SEALAT
(ALL 4 SIDES OF POST TO BE
FLASHED)
DECK SHEATHING
PER STRUCTURAL
BUILDING PAPER TO LAP OVER
METAL FLASHING
JIFFY SEAL BETWEEN
FLASHING AND
SUBSTRATE
MIN. 2"X6", 26 GAUGE
GALVANIZED,
BONDERIZED L-METAL
STUCCO SYSTEM
TYPICALWEEP-SCREED
FLASHING
MIN.
2"
MIN.
4"
3/4" EXT. GRADE
PLYWOOD SLOPE 1/4"
PER 12"
APPLY MANUFACTURER'S
RECOMMENDED JOINT SEALANT
AFTER COMPLETION OF WP
DECK FINISH COAT
MIN.
2"
NOTES: CONTRACTOR TO FIELD MEASURE WALL WIDTH.
CAP FLASHING TO HAVE TWO INCH SIDE RETURNS
MIN. 24 GA. GALV. IRON COVER
PLATE PLEATED AT EDGE
ALUMINUM OR NICKEL PLATED FASTENER WITH
NEOPRENE WASHER CENTERED OVER 1/4" GAP
BETWEEN ADJACENT SECTIONS OF COPING
@ INSDIE FACE ONLY
NOTE: NO TOP FASTENING ALLOWED
HEM CAP AROUND COPING JOINT
4" MIN.
SLOPE
SLOPE
3" 2"
JIFFY SEAL AND CAULK
BETWEEN FLASHING AND
THRESHOLD, AS WELL AS
BETWEEN DOOR JAMB
AND THRESHOLD
THRESHOLD FLASHING
APPLY MANUFACTURER'S
RECOMMENDED JOINT SEALANT
AFTER COMPLETION OF FINISH
COAT. THE DECKING SYSTEM
TERMINATES AT THE BASE OF
RISER
GALVANIZED BONDERIZED DECK
FLASHING MIN 2" ON DECK AND
HEIGHT DEPENDS ON RISER SIZE
OVERLAP WALL TO DECK FLASH
4" ON EITHER SIDE.
6 LAYER WP DECKING
SYSTEM WESTCOAT ALX.
ICC ESR-22D1 MEETS
CLASS A FIRE TEST #E1D83/4" EXT. GRADE PLYWOOD
SLOPE 1/4" PER 12"
CAULK BETWEEN FLASHING AND
COMPRESS TOGETHER
JIFFY SEAL BETWEEN SILL PAN AND
SUBSTRATE
1 PIECE SILL PAN
3/4" PLYWOOD
SUBSTRATE
O.C. ON OVERLAPPED
LATH SEAMS
R AND FLASHING
1 1/2" O.C.
MIN.
OVERLAPLATH
1"
3"
1 2 3 4
NTS1
OPEN FLASHING
3" = 1'-0"8
TYPICAL STUCCO DETAILS
NTS2
WINDOW FLASHING
6" = 1'-0"
9
CHANNEL SCREED DETAIL
NTS7
WATER-PROOF DECKING (PLAN)
3" = 1'-0"
3
POST FLASHING
3" = 1'-0"5
DECK TO WALL FLASHING
NTS
6
FLASHING AT PARAPET
3" = 1'-0"4
THRESHOLD FLASHINGR PATTERN
1/4" PER FOOT 1/4" PER FOOT
DECK SLOPING
MATERIAL
THE MAXIMUM SPAN
BETWEEN
2
SCUPPERS/DRAINS
IS 12 FEET
E
A-XXX
1/4" PER
FOOT
1/4" PER
FOOT
E
A-XXX
SUBSTRATE
TO SLOPE 1/4"
PER FOOT USE
RIPPED 2X
MEMBERS
OVER JOISTS
TO OBTAIN
SLOPE
INTERIOR
EXTERIOR
ROOF
A-403
6
EXTERIOR SIDING
PER PLAN
WALL TYPE
PER PLAN
FLOOR TYPE
PER PLAN
CANT STRIP
ROLLED ROOFING PER PLAN
STUCCO
1
A
2 3
3" = 1'-0"
5
PLYWOOD DECK DRAIN
NTS4
CRICKET DETAIL
1" = 1'-0"7
PARAPET CANT

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